Study on the Optimization Method of TBM Disk Cutter Spacing in Jointed Rock Mass
This paper investigates the influence of three key parameters, which are the spacing of cutters, the dip angle of joints and the spacing of joints on the load evolution process of jointed rock masses from the perspective of rock-breaking mechanics. Furthermore, how variations in cutter spacing and joint characteristics affect cutting efficiency is studied from a macroscopic viewpoint, focusing on indicators such as specific energy (SE) for crack propagation and rock fragment formation. Based on the research results, a novel optimization approach for cutter spacing in jointed rock mass conditions is proposed. The optimal cutter spacings under varying joint conditions are calculated, and the effects of joint spacing and dip angle on cutter spacing optimization are systematically discussed. The results show that when the joint dip angle is 60°, the cutter spacing is 100 mm, and the joint spacing is 30 mm, the rock fragmentation efficiency reaches the highest. It is also found that the influence of the joint dip angle on the optimal cutter spacing is greater than that of the joint spacing. When the joint spacing is 70 mm, the corresponding optimal cutter spacing is 100.7 mm. When the joint dip angle increases from 0° to 60°, the optimal cutter spacing gradually increases to 112.8 mm. When the joint spacing is greater than 60 mm, the optimal hammer spacing of the hammer gradually decreases.
Authors
- Zhiwen Tan
- Yunchong Peng
- Pengfei Song
- Daibiao Yin
- Bingquan Liu (ORCID: https://orcid.org/0000-0003-4944-5994)
- Jia Shi
- Chengzhi Yi
- Junning Xie
Institutions
- Dongguan University of Technology (CN)
- Shanghai Tunnel Engineering (China) (CN)
- Ministry of Housing and Urban-Rural Development (CN)
- Beijing Municipal Commission of Urban Planning (CN)
- China Railway Construction Corporation (China) (CN)
- China State Construction Engineering (China) (CN)
- Beijing Building Construction Research Institute (China) (CN)
Publication Details
- Journal
- Infrastructures
- Published
- 2026-04-15
- DOI
- https://doi.org/10.3390/infrastructures11040137
- Primary Topic
- Tunneling and Rock Mechanics
- Type
- article
- Field-Weighted Citation Impact
- 0.00
Funders
- Basic and Applied Basic Research Foundation of Guangdong Province